HomeMy WebLinkAboutMFP24001549.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24001549
IVR Number: 24001549
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:03/26/2024Application Date:7231502415Parcel Number: 430 BURNETT AVE S
Permit Type:04/10/2024Issue Date:Franchise
Permit Work Class:04/10/2025Expiration Date:Minor Utility
Job Number: 101170635Franchise Type:Electric
Description: Puget Sound Energy Electric We are to replace two vault lids to anti skid lids along the eastside of Burnett Ave S
between S 4th and 5th Street. We will also be relocating a transformer/j box combo vault that is currently in the
driveway of 416 Burnett Ave S, Renton, WA 98057 to a new location in the planter in front of this address. This will
require us to reroute the existing primary cable to this new transformer/j box combo vault as well as rerouting the
service used to provide power to 416 Burnett Ave S. Potential for night and/or weekend work depending on feedback
from City/city contractor.
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031ApplicantX
Vicki Henson
Potelco Inc
8001 212th St S
Kent, WA 98032
B: (253) 863-0484Contractor
Business License Number: 5109Electrical Contractor: POTELI*344O4
Construction Contractor: POTELI*227PL
Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08
Bellevue, WA 98009
B: (888) 225-5773Emergency
Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031Specialized
Billing
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐Electronic Copy of the TCP Application
☐Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
PLEASE SEE ATTACHED
POTELCO, INC
6905 S 228TH ST KENT, WA 98032
101170635
BURNETT AVE S BETWEEN S 4TH & 5TH ST
DUSTIN WELLER 206-379-4347
MFP24001549
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 4/10/2024
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
Comply with all traffic regulations of the City of Renton and the State of Washington.
Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public
transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
Any lane or street closures not in conformance with the approved traffic control plan and/or without notification
of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at
thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes.
Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles and
the acts of the Permit Holder’s agents and employees.
The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in
such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable
attorney’s fees and litigation costs incurred resulting from such claim.
In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for
legal counsel chosen by the City to defend against same.
Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan must be at the work site during work hours.
Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery
road conditions during work and non-work hours.
Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company
logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous
place on the vehicle or equipment.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555
NE 2nd Street).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
CORRIE RYDBERG
410 Burnett Ave S
Renton
WA 98057
USA
416 Burnett Ave S
Renton
WA 98057
USA
406 Burnett Ave S
Renton
WA 98057
USA
J01
11
11
BURNETT AVE SS 4TH ST
S 5TH ST
FROM TO
TOW AWAY AREA
PHONE 684-5444
NAME OF FIRM XXX-XXX-XXXX
NO PARKING
RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
W21-7UTILITY
WORK
AHEAD
RIGHT
SHOULDER
CLOSEDW21-5aRUSE MAXIMUM AVAILABLE
SPACE FOR SIGNS
V01
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Matlock Highbarger
(808) 375-4152
Matlock.Highbarger@PSE.com
1 OF 3416 Burnett Ave S, Renton, WA
1
11917606
03/12/2024
Notes:
1. All signs and spacing to conform to the
MUTCD and City of RENTON standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours
as per jurisdictional requirements. (Generally
between 9 a.m. and 4 p.m. on non-arterials and
from 9 a.m. to 3 p.m. on arterials. If night time
work is approved, Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRONARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
UG/BOX/VAULTVAULT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425
MFP24001549
416 Burnett Ave S
Renton
WA 98057
USA
426 Burnett Ave S
Renton
WA 98057
USA
J02
V01
11
11BURNETT AVE SS 5TH ST
FROM TO
TOW AWAY AREA
PHONE 684-5444
NAME OF FIRM XXX-XXX-XXXX
NO PARKING
RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
S 4TH ST
W21-7UTILITY
WORK
AHEAD
RIGHT
SHOULDER
CLOSEDW21-5aRUSE MAXIMUM AVAILABLE
SPACE FOR SIGNS
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Matlock Highbarger
(808) 375-4152
Matlock.Highbarger@PSE.com
2 OF 3416 Burnett Ave S, Renton, WA
1
11917606
03/12/2024
Notes:
1. All signs and spacing to conform to the
MUTCD and City of RENTON standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours
as per jurisdictional requirements. (Generally
between 9 a.m. and 4 p.m. on non-arterials and
from 9 a.m. to 3 p.m. on arterials. If night time
work is approved, Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRONARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
UG/BOX/VAULTVAULT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
MFP24001549
426 Burnett Ave S
Renton
WA 98057
USA
428 Burnett Ave S
Renton
WA 98057
USA
430 Burnett Ave S
Renton
WA 98057
USA
J03
11
11
S 5TH STBURNETT AVE SS 4TH ST
FROM TO
TOW AWAY AREA
PHONE 684-5444
NAME OF FIRM XXX-XXX-XXXX
NO PARKING
RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
W21-7UTILITY
WORK
AHEAD
RIGHT
SHOULDER
CLOSEDW21-5aRUSE MAXIMUM AVAILABLE
SPACE FOR SIGNS
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Matlock Highbarger
(808) 375-4152
Matlock.Highbarger@PSE.com
3 OF 3416 Burnett Ave S, Renton, WA
1
11917606
03/12/2024
Notes:
1. All signs and spacing to conform to the
MUTCD and City of RENTON standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours
as per jurisdictional requirements. (Generally
between 9 a.m. and 4 p.m. on non-arterials and
from 9 a.m. to 3 p.m. on arterials. If night time
work is approved, Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRONARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
UG/BOX/VAULTVAULT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
MFP24001549
N
Vicinity Map
101170635UNIVERSAL CIRCUIT MAP (A2305E067/072)
SCALE: NONE
ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION
STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
EROSION & SEDIMENT CONTROL REQUIREMENTS
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES
(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
FOREMAN (CHECK BOX WHEN COMPLETED)
PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.
Grid, Cable, and Switch numbers INSTALLED & VERIFIED.
Field Changes RED-LINED on As-built.
Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.
Foreman's Signature _______________________________________________
Print Name ___________________________________ Date ______________
Material VERIFIED and CHANGES noted on Paperwork.
Total PRIMARY Cable noted on As-built.
Company ID#'s RECORDED in correct location on As-built.
Deviations noted on the As-built and their reason.
I certify that the work performed meets PSE's standards and procedures
and that all quality requirements are met.
SCALE: NONE
OVERHEAD CIRCUIT MAP (D2305E076/088)
No
No
No
Yes
Yes
Yes
"Flagging Required"
"Outages Required"
"Locates Required"
BURNETT AVE S SIDEWALK RETROFIT
RELOCATE J-BOX & ADJUST (2) VAULT LIDS
PSE CAPITAL PROJECT
GENERAL SPECIFICATIONS
Scope of Work
PSE WILL BE RELOCATING A COMBO JBOX AS WELL AS ADJUSTING LIDS TO
GRADE AND INSTALLING ANTI-SKID LIDS WHERE NECESSARY.
General
-All work is to be completed per PSE Standards & Practices. Copies of all PSE
Standards are available upon request.
-Work sites shall be kept clear of debris and all construction materials; equipment
and packing shall be removed daily.
-Return all unused and removed poles, transformers and hardware to PSE,
storeroom. All copper shall be coiled and returned the day it is removed from the
poles. Remove all unused pins and insulators.
-Return all streetlights, area lights and floodlights to Sumner yard.
Preconstruction
- Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by
permitting agency, in advance of starting work in Right-of-way involving a Permit.
- All system switching shall be approved by System Operations (425-882-4652) a
minimum of 48 hours in advance.
- Notify customers of all outages 48 hours in advance.
Work Drawings & Documents
- Field design changes shall be approved by PSE Project Manager or Engineer.
- Mark all field changes, equipment ID numbers and Underground cable information in
red on Foreman's copy of worksketch.
- Return one Foreman's copy of worksketch to Project Manager at completion of job.
- When permits are required, a copy shall be available on work site at all times.
Safety
- Refer to PSE standards 6275.3000 and 6275.6000 for system ground requirements.
- Refer to PSE standards 6275.9050 for personal protective grounding requirements.
- Refer to PSE standards 6275.9150 for vehicle grounding and barricading
requirements.
- Proper line clearances shall be taken at the beginning, and released at the end, of
each work day, or as otherwise instructed by the System Operator.
- Provide signs, barricades, and traffic control in conformance with permit regulations.
- Utilize flagging and other vehicle traffic control as necessary and in conformance with
local traffic regulations.
- Maintain traffic flow as required by permitting agency.
Erosion & Sediment Control
- Refer to PSE standards 0150.3200 for minimum requirements.
- Comply with all requirements of permitting agency.
- Installed erosion & sediment devices shall be maintained until vegetation has been
re-established or disturbed soil has been otherwise permanently stabilized.
Joint Facilities
- Coordinate with Communication Companies for transfers.
OVERHEAD CONSTRUCTION
Poles & Structures
- Poles are to be installed or relocated as staked. Unless otherwise noted, all pole
location measurements are from the center of the pole.
- All new poles set shall be the class indicated on the sketch, or better. Do not set a
lower class pole than specified.
- Install ground plate assembly on all new poles. Install Switch Ground Assembly per
standard specification 6014.1000 at new gang operated switch locations.
- Install grid numbers on all new and existing poles as shown on sketch.
- Straighten existing poles as indicated or as necessary.
- Treat all field-drilled poles with copper napthenate wood preservative.
- Remove old poles after communication companies have transferred off and return to
PSE storeroom. Fill and crown pole holes and restore area similar to adjacent
landscaping.
Conductors & Equipment
- Transfer all overhead and underground primary, secondary and service conductors
and guys to new poles set, unless otherwise indicated on this sketch.
- Transfer existing transformers to new poles unless otherwise indicated on this sketch.
- Use stirrups to connect all overhead and underground primary taps, and all
transformers. Install at all sites being worked within the scope of the project where
they are currently missing.
- Use 397 AAC and Ampact connectors for all bare conductor feeder jumpers and 600
amp switch jumpers. Install tree wire conductor for jumpers on all poles that are
double deadended with tree wire.
- Apply grit inhibitor on all Ampact, stirrup, and dead-end connections.
- Connect primary taps and transformers to same phase as existing unless otherwise
shown on the drawing.
- All neutral connections to be made with solid compression connectors. Connect all
pole grounds to common neutral.
- Use Load-interrupter cutouts (with arc shields) on all primary overhead and
underground taps with fused protection above 40T.
- Install Wildlife Protectors on all transformers.
UNDERGROUND CONSTRUCTION
Excavation
-Trenching outside of the Right-of-way shall be of sufficient depth to provide a
minimum of 36” of cover for primary conductors and 24” of cover for secondary
conductors.
-Road crossings and all trenches within the Right-of-way shall be of sufficient depth
to provide a minimum of 36” of cover for all conductors or as required by the
permitting Agency.
-All conductors/conduits shall have a minimum of 3” of bed and 3” of clean sand
cover.
-No rocks larger than 6” shall be included in backfill.
-Backfill in road crossings and within the Right-of-way shall be compacted to 95%
density or as required by the permitting Agency.
-Restore all excavated areas to original condition.
- If four or more six inch conduits are installed in a trench, fluidized thermal backfill
(FTB) shall be installed around the conduits to a depth of six inches above and to
the sides of the conduit, and two inches underneath, per PSE Standard 6790.0140.
Vaults & Handholes
- Refer to PSE standard 6775.0040 “Vault and Handhole Installation”
- Vaults shall be placed level and 2” above final grade in landscaped areas and flush
with final grade when placed in hard surface areas.
- A minimum 6” bed of 5/8” crushed rock shall be placed under all vaults.
- All conduit entrances shall be grouted.
Conductors & Conduit
- Refer to PSE standard 6800.6000 “PVC Conduit Installation”.
- Unless splices are called for, or otherwise noted or approved, conduit risers shall be
plumbed directly to road crossing conduits.
- Install insulating caps on all unused primary bushings.
- All “spare” conduits shall be capped at each end.
Owner / Developer Contact Info
officeATTN:
CITY OF RENTON
1055 S GRADY WAY
RENTON, WA 98057
JONATHAN CHAVEZ 425-430-7288PHONE
CABLE TV
11917606 101170635
N/A N/A
N/A 584051149
N/A
N/A
N/A 108153187
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
UG Expense
Removal
OH Expense N/A
594158708
UG Expense
OH Expense
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:DUSTIN WELLER
206-379-4347
DUSTIN.WELLER@PSE.COM
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
DUSTIN WELLER 206-379-4347 M/D/YY
DAVID SANTIAGO 425-738-8705 M/D/YY
N/A N/A N/A
DAVID SANTIAGO 425-738-8705 M/D/YY
N/A RENTON
BURNETT AVE S SIDEWALK RETROFIT
RELOCATE J-BOX & ADJUST (2) VAULT LIDS
410-430 BURNETT AVE S, RENTON, WA 98057
N/A N/A
N/A 101170635
AS NOTED 1 / 2
KING N/A N/A CSPFEPI
SE-18-23-05 N/A N/A
A2305E067/072 D2305E076/088 R2305E072SE/NE GRA-15
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
LEGEND
CONDUIT RISER
OVERHEAD TRANSFORMER
JUNCTION VAULT/JUNCTION BOX
NEW CONDUCTOR AND OR TRENCH LINE
DISCONNECT - FUSED
PULL VAULT OR SPLICE VAULT
EXISTING POLE
DOWN GUY
DISCONNECT - UNFUSED
NEW POLE
PADMOUNT TRANSFORMER
SECONDARY HANDHOLE
EXISTING CONDUCTOR TO BE REMOVED
OR ABANDONED
STREET LIGHT
TOTAL UNDERGROUND TRANSFORMER
ENERGY CUSTOMER DEMAND POINT
OR
OR
OR
OVERHEAD JUMPER CONNECTION
PREL
I
M
I
N
A
R
Y
NOT F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
POTELCO
JOB SITE
JOB SITE
JOB SITE
MFP24001549
TRAINTRACKSEXIST
REMV
EXIST "428 BURNETT AVE S""430 BURNETT AVE S""426 BURNETT AVE S""416 BURNETT AVE S""416 BURNETT AVE S""410 BURNETT AVE S""406 BURNETT AVE S"NEWNOTE:
VAULT WILL NEED TO MAINTAIN
1' OF CLEARANCE FROM GAS TO
THE WEST & 6" OF CLEARANCE
FROM TELECOMMUNICATION TO
THE EAST.
NOTE:
VAULT TO REMAIN. CHANGE OUT
LID TO AN ANTI-SKID LID.
NOTE:
VAULT TO REMAIN. CHANGE OUT
LID TO AN ANTI-SKID LID AND
ADJUST/RESET VAULT TO CITIES
FINAL SIDEWALK GRADE.BURNETT AVE S"707 S 4TH ST"EXIST
EXIST
GRA-151/0 ALABCGRA-151/0 ALABCGRA-151/0 ALABCTELCAB"434 BURNETT AVE S""438 BURNETT AVE S"BURNETT AVE SEXIST
S 5TH ST
EXIST
GRA-151/0 AL
ABC
GRA-151/0 ALABCGRA-151/0 ALABCBURNETT AVE SNEW
REMV
EXIST
EXIST
S 5TH ST
EXISTING
1-4"
EXISTING
1-4"
EXISTING
1-4"
EXISTING
1-4"
NEW
1-4"
NEW
1-4"
EXISTBURNETT AVE SNEW
REMV
EXIST
EXIST
S 5TH ST
EXISTING 1/0 AL JKT
AØ-30502
BØ-30503
CØ-30504
NEW 1/0 AL JKT
AØ-XXXXX
BØ-XXXXX
CØ-XXXXX
NEW 1/0 AL JKT
AØ-XXXXX
BØ-XXXXX
CØ-XXXXX
EXISTING 1/0 AL JKT
BØ-EHX818
EXISTING 1/0 AL JKT
AØ-AGE911
NEW 1/0 AL JKT
AØ-XXXXX
BØ-XXXXX
CØ-XXXXX
EXISTING 1/0 AL JKT
AØ-UNK
BØ-UNK
CØ-UNK
EXIST
SITE PLAN 101170635SCALE: 1" = 20'
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
DUSTIN WELLER 206-379-4347 M/D/YY
DAVID SANTIAGO 425-738-8705 M/D/YY
N/A N/A N/A
DAVID SANTIAGO 425-738-8705 M/D/YY
N/A RENTON
BURNETT AVE S SIDEWALK RETROFIT
RELOCATE J-BOX & ADJUST (2) VAULT LIDS
410-430 BURNETT AVE S, RENTON, WA 98057
N/A N/A
N/A 101170635
AS NOTED 2 / 2
KING N/A N/A CSPFEPI
SE-18-23-05 N/A N/A
A2305E067/072 D2305E076/088 R2305E072SE/NE GRA-15
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
CABLE REMOVAL TABLE
CABLE NO.Location Wire
Size &
Type
Length
(per
conductor)RemarksFromTo
AØ-30508
BØ-30509
CØ-30510
J01 J02 1/0 AL
JKT 105'
AØ-30505
BØ-30506
CØ-30507
J02 J03 1/0 AL
JKT 115'
AØ-UNK
BØ-UNK
CØ-UNK
J02 TO TUT IN
J02
1/0 AL
JKT 5'
TOTAL 675 FEET (1/0 AL JKT). ACTUAL __________ FEET REMOVED
SERVICE RELOCATIONS AND CONVERSIONS
NAME AND ADDRESS Meter Number Old Point of
Delivery
New Point
of Delivery
Service Notes
VFW 1263
416 BURNETT AVE S, RENTON, WA 98057 P149157354 J02 J02A TUT XFMR/VAULT
RELOCATION
Vault & Equipment Table
Site Working
Space
Grid
Number
Vault Size
& Cover
Type & Size
Equipment
In Vault
Primary Bushings Transformer
ID Numbers
(Company ID)
MATERIAL INFORMATION ASBUILT INFORMATION
Foreman-Complete
LB DC
J01 EXISTING 317731
166035
575 J-BOX/TUT
COMBO VAULT
75 KVA TUT
XFRM
120/240V
3 -INSTALL 3-ELB10J
J02 REMOVE 317721
166035
575 J-BOX/TUT
COMBO VAULT
3X25 KVA TUT
XFMR
120/208V
WYE/WYE
---
J02A NEW 317728
166041
4'8"X7'X7'8" Deep HH
& Adj Cover w/ Two
3' Square Anti-skid
Doors
Mat ID: 9996333
J-Box below
grade
w/3-4pos bus
Mat ID: 7625900
3X25 KVA TUT
XFMR 120/208V
WYW/WYW
Mat ID: 6235000
9 3
JBOX3AS (STD 6055.1030)
INSTALL 9-ELB10J
INSTALL 3 DC-7630600
TUT3LRA 6045.7050
J03 EXISTING 317711
166034
644 J-BOX/TUT
COMBO VAULT
25 KVA TUT
XFRM
120/240V
3 -INSTALL 3-ELB10J
J04 EXISTING 317696
166033 5106 J-BOX VAULT J-BOX --EXISTING
SITE SPECIFIC NOTES
J01 (317731-166035) EXISTING
-INSTALL (1) 575 ADJ. COVER W/TWO 3' SQ ANTI-SKID DOORS (MID: 9996170)
J03 (317711-166034) EXISTING
-INSTALL (1) 644 COVER W/TWO 3' SQ ANTI-SKID DOORS (MID: 9996200)
-ADJUST/SET VAULT TO MATCH FINAL GRADE OF (MID: 9996191)
SIDEWALK USING BRICK, SHIM, AND GROUT AS NECESSARY
IP1
-EXPOSE AND INTERCEPT EXISTING 1-4" AND EXTEND SOUTH TO J02A
IP2
-EXPOSE AND INTERCEPT EXISTING 1-4" AND EXTEND NORTH TO J02A
IP3-IP4
-EXPOSE AND INTERCEPT EXISTING 1-4" ON BOTH ENDS TO BYPASS EXISTING J02
SP1
-REROUTE EXISTING SERVICE FROM "416" TO NEW XFRM AT J02A
MATCHLINE SEE RIGHT
AA
MATCHLINE SEE LEFT AA
SITE PLAN
SCALE: 1" = 20'
CONDUIT ONE LINE DIAGRAM
SCALE: NONE
CABLE ONE LINE DIAGRAM
SCALE: NONE
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
J02
317721-166035
3X25KVA 120/208V
Installed at site:
Grid Number:
kVA Rating:
TRANSFORMER INSTALLATION (TUT)
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
Foreman to redline the following information
J02A
317728-166041
3X25KVA 120/208V
2-55x230
Primary Conduit Table (Foreman to Complete)
LOCATION CONDUIT
AS BUILT INFORMATION
From To Size
(in)
Qty
Design
Length
(ft)
Actual
Length
(ft)
TYPE BENDS PULL
(lbs)
PULL
Rev
(lbs)DB120 HDPE SCH 80 90°45°22°11°Actual Amount Installed
(Conduit & Cable)
J02A IP1 4 1 12 X 2
J02A IP2 4 1 10 X 2
IP3 IP4 4 1 15 X 4
Primary Cable Table (Foreman to Complete)
LOCATION PRIMARY CABLE
QTY OF LUBE (gal.)AS BUILT INFORMATION
From To
Cable Size Design
Length
(ft)
Actual
Length
(ft)
CABLE NUMBERS MANUFACTURING INFORMATION FOR FEEDER CABLE ONLY
Check applicable box
A B C Manufacturer Compound Year Tape CN #4/0 NEU Design As Built Actual Amount Installed
(Conduit & Cable)
J01 J02A 1/0 AL
JKT 70 XX XX XX
J02A J03 1/0 AL
JKT 155 XX XX XX
J02A
TUT
IN
J02A
1/0 AL
JKT 5 XX XX XX
2-45x2
2-57x15
2-55x225
2-36x37
2-49x37
TOTAL UNITS ON PAGE:
2-36x37
2-45x2
2-49x37
2-55x455
2-57x152"
Excavation - 30.5 cubic yards
8'-4"
Crushed
6"
Rock
TOP VIEW
9'
11'
SIDE VIEW
7'-0"
6'-0"
8"
4'-8"
1'
577 HH & ADJ COVER EXCAVATION DETAIL
SCALE: NONE
NOTE: For installation in land scaped/un-paved
surfaces only
Final Grade
(2) 3' Square
Anti-skid Diamond
Plate DoorsCover
2180 lbs
7'-8"
UPGRADE EXISTING LID
TO
http://www.fogtiteinc.com/i
mages/_15a_J-11_Type_1
_Non_Skid.pdf
MFP24001549